Design a stanchion 3.5 m long in a building subjected to an axial load of 350 kN. Both the ends of the stanchion are effectively restrained in direction and position. Asume f, = 250 MPa.

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Chapter10: Plate Girders
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Design a stanchion 3.5 m long in a building subjected to an axial load of
350 kN. Both the ends of the stanchion are effectively restrained in direction and position. Asume f, =
250 MPa.
%3D
Transcribed Image Text:Design a stanchion 3.5 m long in a building subjected to an axial load of 350 kN. Both the ends of the stanchion are effectively restrained in direction and position. Asume f, = 250 MPa. %3D
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